COMPARATIVE RELIABILITY ESTIMATES OF COMPACTION CHARACTERISTICS OF SAMPLE RE-USE (SR) AND FRESH SAMPLE (FS) COMPACTION OF LATERITIC SOIL AS ROAD PAVEMENT MATERIAL.

Autor:	YOHANNA, Paul1, NWAIWU, Charles Malachy Okechukwu2
Zdroj:	Annals of the Faculty of Engineering Hunedoara - International Journal of Engineering. Feb2021, Issue 1, p91-100. 10p.
Databáze:	Academic Search Ultimate
Externí odkaz:	Zobrazit plný text záznamu